Basic HTML Version
657
200
250
Flow ‐ CMS
Flow of Khlong Lam (X.170)
at Ban Khlong Lam
Water Year 2012
100
150
0
50
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
5.50
5.25
5.50
4.25
3.75
5.00
6.50
3.92
88.40
49.20
6.25
2.62
2
5.50
5.25
4.50
4.00
3.50
4.50
6.00
6.72
39.80
47.00
6.00
2.24
3
5.50
5.25
4.50
4.25
3.50
4.25
5.75
17.87
16.04
53.60
5.75
3.92
4
5.50
5.00
4.25
6.25
3.75
4.25
6.25
4.20
6.89
44.30
5.88
5.04
5
5.75
5.00
5.50
5.88
3.50
4.00
5.75
5.60
2.01
27.63
6.25
5.60
6
1.96
5.00
9.94
5.50
3.50
4.50
5.25
6.44
2.80
18.48
6.00
6.44
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
6.50
5.50
22.75
4.50
3.50
5.88
6.25
6.75
3.92
12.99
5.75
6.72
8
6.00
5.25
49.20
6.28
3.25
5.75
6.00
6.50
5.04
8.72
5.50
7.00
9
6.00
5.25
16.65
3.92
3.50
4.75
5.50
5.32
5.32
5.67
5.25
6.75
10
6.00
5.25
5.67
7.00
3.25
4.25
5.25
6.44
3.08
3.23
5.25
6.50
11
5.75
5.00
3.08
2.24
3.00
4.50
5.60
6.72
39.35
1.40
5.25
6.25
12
5.75
5.00
6.44
6.00
3.00
6.50
3.36
2.62
7.50
2.52
5.50
6.00
13
5.75
5.00
7.00
5.25
2.75
1.96
6.50
5.32
1.68
2.80
6.72
5.75
14
5.75
5.00
6.75
5.25
2.75
3.08
6.50
6.16
15.43
3.36
5.50
5.50
15
5 50
5 00
6 50
5 00
2 75
4 20
6 44
7 00
62 90
3 92
5 50
5 50
.
.
.
.
.
.
.
.
.
.
.
.
16
5.50
5.00
6.25
4.75
2.50
6.44
6.50
6.75
44.75
4.48
5.25
5.50
17
5.50
5.75
6.00
4.75
2.50
7.00
6.44
6.25
27.02
4.76
5.00
5.25
18
5.50
5.25
5.75
4.50
2.50
6.00
6.75
5.60
13.60
5.32
4.75
5.25
19
5.75
5.25
5.50
4.50
4.50
5.75
6.72
5.04
14.82
5.60
4.75
5.25
20
6.72
5.00
5.25
4.25
3.25
5.25
6.44
7.00
68.50
5.60
4.50
5.25
21
5.04
5.00
5.25
4.50
2.75
4.76
2.52
6.16
36.17
6.16
4.25
5.25
22
5.04
4.00
5.00
4.25
2.50
6.50
5.88
9.33
83.90
3.92
4.25
5.00
23
5.50
4.50
4.75
4.00
2.50
5.50
3.92
4.48
55.25
4.20
6.50
5.00
24
5.50
5.25
4.75
4.00
6.25
5.25
4.48
4.20
110.80
5.60
4.76
4.75
25
5.50
7.00
4.75
7.00
4.45
6.75
2.24
3.36
45.20
6.16
218.00
4.75
26
5.25
6.16
4.75
5.00
5.25
5.32
4.48
4.20
27.63
6.44
58.00
4.50
27
5.25
6.25
4.50
4.50
4.50
1.96
4.76
14.21
14.82
6.72
20.31
4.50
28
5.25
3.36
4.50
4.25
3.23
3.92
6.72
14.82
14.21
7.00
8.11
4.50
29
5.25
5.32
4.25
4.00
2.52
3.64
6.75
21.53
9.94
6.75
4.25
30
5.25
5.75
4.25
4.00
6.44
6.72
6.50
52.50
80.40
6.50
4.25
31
5.75
4.00
5.50
6.25
104.40
6.50
4.25
----------
--------------
Total
164 51
161 59
233 73
147 82
110 39
148 13
174 25
263 01
1051 57
376 53
434 78
159 33
3425 64 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.48
5.21
7.79
4.77
3.56
4.94
5.62
8.77
33.92
12.15
15.53
5.14
9.39 CMS
Max
6.72
7.00
49.20
7.00
6.44
7.00
6.75
52.50
110.80
53.60
218.00
7.00
218.00 CMS
Min
1.96
3.36
3.08
2.24
2.50
1.96
2.24
2.62
1.68
1.40
4.25
2.24
1.40 CMS
Runoff
14.21
13.96
20.19
12.77
9.54
12.80
15.06
22.72
90.86
32.53
37.57
13.77
295.98 MCM
343.20 CMS. at 24.34 m. (MSL.) at 18.00 Hours , on Feb 25 , 2012
Runoff Yield
36.38
1330.233
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak